The influence of sepiolite on the self-healing capability of concrete by means of water permeability

This paper investigates the autogenous self-healing capability of conventional concrete (C30/37) mixtures with water encapsulated in sepiolite. Sepiolite was added in two conditions: previously saturated and dry, at a dosage of 5% by the cement weight. Sepiolite is added in substitution for the sand...

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Main Authors: Doostkami Hesam, Formagini Sidiclei, Roig-Flores Marta, Serna Pedro
Format: Article
Language:English
Published: EDP Sciences 2023-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2023/05/matecconf_smartincs2023_02020.pdf
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author Doostkami Hesam
Formagini Sidiclei
Roig-Flores Marta
Serna Pedro
author_facet Doostkami Hesam
Formagini Sidiclei
Roig-Flores Marta
Serna Pedro
author_sort Doostkami Hesam
collection DOAJ
description This paper investigates the autogenous self-healing capability of conventional concrete (C30/37) mixtures with water encapsulated in sepiolite. Sepiolite was added in two conditions: previously saturated and dry, at a dosage of 5% by the cement weight. Sepiolite is added in substitution for the sand fraction. For these two mixes and a reference mix without sepiolite, disks of size f100x50 mm were produced and were pre-cracked at 28 days of age by splitting test until reaching residual cracks of 300±150 μm. Crack width was measured by using an optical microscope. Self-healing was promoted after pre-cracking in certain exposures: 1) continuous water immersion at 20°C for 56 days, 2) a high humidity environment at 20°C and 95% of relative humidity for 28 days and water immersion for additional 28 days, and 3) pre-saturation for one day and 55 days in a humidity chamber. Self-healing was analyzed with water permeability by comparing the results before and after the healing stage. Afterward, chlorides’ penetration through the healed cracks was evaluated to study the possible protection provided by crack healing. Uncracked specimens were also tested as a reference for chloride penetration. Mixes were characterized by measuring compression strength at 28 days, slump, air content, and fresh density. The results show that water immersion is an adequate way to improve autogenous self-healing. Sepiolite can improve the self-healing capability of concrete with only one day of pre-saturation and then healing in high humidity conditions, especially in mixes with sepiolite introduced in saturated conditions. On the contrary, sepiolite may have resulted in a higher chloride penetration compared to samples without sepiolite.
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spelling doaj.art-e230d6784cb14cdba19da2d4e9a6a33a2023-05-02T09:34:12ZengEDP SciencesMATEC Web of Conferences2261-236X2023-01-013780202010.1051/matecconf/202337802020matecconf_smartincs2023_02020The influence of sepiolite on the self-healing capability of concrete by means of water permeabilityDoostkami Hesam0Formagini Sidiclei1Roig-Flores Marta2Serna Pedro3Universitat Politècnica de València, Instituto de Ciencia y Tecnología del HormigónUniversidade Federal de Mato Grosso do Sul, FAENG - Faculdade de Engenharias, Arquitetura e Urbanismo e geografiaUniversitat Jaume I, Department of Mechanical Engineering and ConstructionUniversitat Politècnica de València, Instituto de Ciencia y Tecnología del HormigónThis paper investigates the autogenous self-healing capability of conventional concrete (C30/37) mixtures with water encapsulated in sepiolite. Sepiolite was added in two conditions: previously saturated and dry, at a dosage of 5% by the cement weight. Sepiolite is added in substitution for the sand fraction. For these two mixes and a reference mix without sepiolite, disks of size f100x50 mm were produced and were pre-cracked at 28 days of age by splitting test until reaching residual cracks of 300±150 μm. Crack width was measured by using an optical microscope. Self-healing was promoted after pre-cracking in certain exposures: 1) continuous water immersion at 20°C for 56 days, 2) a high humidity environment at 20°C and 95% of relative humidity for 28 days and water immersion for additional 28 days, and 3) pre-saturation for one day and 55 days in a humidity chamber. Self-healing was analyzed with water permeability by comparing the results before and after the healing stage. Afterward, chlorides’ penetration through the healed cracks was evaluated to study the possible protection provided by crack healing. Uncracked specimens were also tested as a reference for chloride penetration. Mixes were characterized by measuring compression strength at 28 days, slump, air content, and fresh density. The results show that water immersion is an adequate way to improve autogenous self-healing. Sepiolite can improve the self-healing capability of concrete with only one day of pre-saturation and then healing in high humidity conditions, especially in mixes with sepiolite introduced in saturated conditions. On the contrary, sepiolite may have resulted in a higher chloride penetration compared to samples without sepiolite.https://www.matec-conferences.org/articles/matecconf/pdf/2023/05/matecconf_smartincs2023_02020.pdf
spellingShingle Doostkami Hesam
Formagini Sidiclei
Roig-Flores Marta
Serna Pedro
The influence of sepiolite on the self-healing capability of concrete by means of water permeability
MATEC Web of Conferences
title The influence of sepiolite on the self-healing capability of concrete by means of water permeability
title_full The influence of sepiolite on the self-healing capability of concrete by means of water permeability
title_fullStr The influence of sepiolite on the self-healing capability of concrete by means of water permeability
title_full_unstemmed The influence of sepiolite on the self-healing capability of concrete by means of water permeability
title_short The influence of sepiolite on the self-healing capability of concrete by means of water permeability
title_sort influence of sepiolite on the self healing capability of concrete by means of water permeability
url https://www.matec-conferences.org/articles/matecconf/pdf/2023/05/matecconf_smartincs2023_02020.pdf
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